COURTHOUSE ROAD over BALLINGER CREEK
Map
Coordinates:
+37.85101, -78.2399337°51'04" N, 78°14'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COURTHOUSE ROAD over BALLINGER CREEK |
Structure number: | 000000000024646 |
Location: | 0.05 FR 625W/0.35 TO 625E |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 713 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 713 | 99.9 |
September 2015 | Good | Good | Good | Good | 713 | 87.4 |
September 2013 | Good | Good | Good | Good | 691 | 87.4 |
July 2012 | Good | Good | Good | Good | 691 | 87.4 |
July 2010 | Good | Good | Good | Good | 691 | 87.4 |
July 2008 | Good | Good | Good | Good | 691 | 87.4 |
July 2006 | Good | Good | Good | Good | 619 | 81.4 |
July 2004 | Good | Good | Good | Good | 729 | 81.4 |
July 2002 | Good | Good | Very Good | Very Good | 739 | 81.4 |
July 2000 | Good | Good | Very Good | Very Good | 512 | 81.4 |
July 1998 | Good | Good | Very Good | Very Good | 512 | 81.4 |
July 1996 | Good | Good | Excellent | Very Good | 498 | 82.4 |